CN116519489A - Model test device and method for simulating deformation and damage of surrounding rock of compressed air energy storage gas storage warehouse - Google Patents

Model test device and method for simulating deformation and damage of surrounding rock of compressed air energy storage gas storage warehouse Download PDF

Info

Publication number
CN116519489A
CN116519489A CN202310798726.3A CN202310798726A CN116519489A CN 116519489 A CN116519489 A CN 116519489A CN 202310798726 A CN202310798726 A CN 202310798726A CN 116519489 A CN116519489 A CN 116519489A
Authority
CN
China
Prior art keywords
module
gas
surrounding rock
simulating
gas storage
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
CN202310798726.3A
Other languages
Chinese (zh)
Other versions
CN116519489B (en
Inventor
吴云
万明忠
赵耀华
李峻
胡巍
商浩亮
纪文栋
张文静
利奕年
郝猛
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Energy Construction Digital Technology Group Co ltd
Original Assignee
China Energy Construction Digital Technology Group Co ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by China Energy Construction Digital Technology Group Co ltd filed Critical China Energy Construction Digital Technology Group Co ltd
Priority to CN202310798726.3A priority Critical patent/CN116519489B/en
Publication of CN116519489A publication Critical patent/CN116519489A/en
Application granted granted Critical
Publication of CN116519489B publication Critical patent/CN116519489B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N3/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N3/08Investigating strength properties of solid materials by application of mechanical stress by applying steady tensile or compressive forces
    • G01N3/10Investigating strength properties of solid materials by application of mechanical stress by applying steady tensile or compressive forces generated by pneumatic or hydraulic pressure
    • G01N3/12Pressure testing
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N2203/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N2203/0014Type of force applied
    • G01N2203/0016Tensile or compressive
    • G01N2203/0019Compressive
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N2203/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N2203/003Generation of the force
    • G01N2203/0042Pneumatic or hydraulic means
    • G01N2203/0044Pneumatic means
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E60/00Enabling technologies; Technologies with a potential or indirect contribution to GHG emissions mitigation
    • Y02E60/16Mechanical energy storage, e.g. flywheels or pressurised fluids

Landscapes

  • Physics & Mathematics (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Biochemistry (AREA)
  • General Health & Medical Sciences (AREA)
  • General Physics & Mathematics (AREA)
  • Immunology (AREA)
  • Pathology (AREA)
  • Management, Administration, Business Operations System, And Electronic Commerce (AREA)
  • Geophysics And Detection Of Objects (AREA)

Abstract

The invention relates to a model test device and a method for simulating deformation and damage of surrounding rock of a compressed air energy storage gas storage warehouse, wherein the device comprises: the gas receiving module in the gas storage simulation module is arranged inside the geological physical model module, and the gas supply module is arranged outside the geological physical model module; the process monitoring module is used for monitoring the deformation process of surrounding rocks around the gas receiving module in the process of inflating and deflating the gas receiving module by the gas supply module. The device provided by the invention has the advantages of simple structure, moderate occupied space, easiness in operation and adjustment, visual and clear test phenomenon and result, high economy, and realization of simulating the influence of cyclic load on deformation damage action of surrounding rock of the gas storage in the process of charging and discharging the compressed air energy storage underground gas storage under indoor conditions and the damage failure rule of the surrounding rock of the gas storage under extreme conditions.

Description

Model test device and method for simulating deformation and damage of surrounding rock of compressed air energy storage gas storage warehouse
Technical Field
The invention belongs to the technical field of compressed air energy storage, and particularly relates to a model test device and method for simulating deformation and damage of surrounding rock of a compressed air energy storage gas storage.
Background
The compressed air energy storage is one of novel energy storage technologies, and refers to an energy storage mode that electric energy is used for compressed air in the low-peak period of power grid load, the air is sealed in underground artificial caverns, abandoned mines, salt caverns and other gas storages at high pressure, and the compressed air is released in the peak period of power grid load to push a steam turbine to generate power. The novel energy storage has huge development potential, and the large-scale development stage is started from the early stage of commercialization.
The compressed air energy storage power station generally operates in a high-frequency gas injection and production daily cycle mode, namely, one gas injection and one gas production daily, and the maximum compressed air pressure of 10-20 MPa needs to be born by the gas storage when the power station operates. The gas storage surrounding rock has the remarkable characteristics of high operation pressure, high cyclic fatigue damage strength, high air tightness requirement and the like. However, as the construction and operation of the large-scale underground gas storage are just started, no mature knowledge and method exists at present for the deformation and damage rules of surrounding rocks and the safety and stability evaluation of overlying rocks in the process of charging and discharging the gas. Therefore, understanding the deformation and destruction of the surrounding rock of the gas storage under high frequency and high internal pressure and the instability of the cover rock under extreme conditions are urgent.
In order to study the deformation and damage rule of surrounding rock in the gas storage inflation and deflation process, methods such as numerical simulation, field test or prototype test, indoor simulation test and the like can be adopted. The numerical simulation has the limitation due to the understanding of the surrounding rock degradation mechanism and the constitutive model under the cyclic load; although the field test can intuitively reflect the actual phenomenon, the field test has the advantages of huge consumption, long period and high safety risk. Therefore, the indoor physical simulation test has incomparable advantages, is low in cost, convenient to manufacture and test operation, and more visual in revealing the deformation damage rule of the surrounding rock.
Physical model tests are mature and used in scientific researches of conventional tunnel engineering, but are not yet applied to the field of compressed air energy storage underground gas storage engineering. In combination with the technical problems and characteristics, in order to study and recognize deformation damage and limit damage rules of surrounding rocks of the underground gas storage in the operation period, it is highly desirable to provide a similar physical model test device capable of effectively simulating high-frequency high-pressure charging and discharging working conditions of the gas storage.
Disclosure of Invention
In order to overcome the problems in the prior art, the invention provides a model test device for simulating deformation and damage of surrounding rocks of a compressed air energy storage and gas storage warehouse, which can simulate the high-frequency high-pressure inflation and deflation process in the operation period of compressed air energy storage indoors, can intuitively reflect the deformation and damage phenomena of the surrounding rocks, and simultaneously realizes the deformation and stress monitoring of the surrounding rocks in the whole process.
A model test device for simulating deformation and destruction of surrounding rock of a compressed air energy storage gas storage warehouse, the device comprising: a geological physical model module, a gas storage simulating module and a process monitoring module, wherein,
the geological physical model module is used for simulating surrounding rocks around the high-pressure gas reservoir;
the gas storage simulating module comprises a gas receiving module and a gas supply module, and the gas receiving module is arranged in the geological physical model module and is used for simulating a high-pressure gas storage; the gas supply module is arranged outside the geological physical model module and is used for inflating or deflating the gas receiving module;
the process monitoring module is respectively connected with the geological physical model module and the gas storage simulating module and is used for monitoring the deformation process of surrounding rocks around the gas receiving module in the process of inflating and deflating the gas receiving module by the gas supply module.
In the aspect and any possible implementation manner described above, there is further provided an implementation manner, where the geological physical model module is a cuboid with a certain size, and a surrounding rock stratum made according to actual stratum physical parameters and a certain similarity ratio is accommodated in the cuboid.
The aspects and any possible implementation as described above further provide an implementation in which the certain dimensions are 1.5-2 m long, 0.4-0.6 m wide and 1.2-1.5 m high.
In aspects and any one of the possible implementations described above, there is further provided an implementation in which the simulated surrounding rock formation is made of similar materials including sand, gypsum and fly ash.
The above aspect and any possible implementation manner further provide an implementation manner, a tunnel is arranged in the simulated surrounding rock stratum, the gas receiving module is arranged in the tunnel, and the gas receiving module comprises an air bag with a hollow annular structure, a tension bearing member, a restraint member and a fixing member, wherein the tension bearing member penetrates through a hollow part of the air bag and stretches out of the tunnel, two stretching ends are respectively restrained by the restraint member, and the ends of the two stretching ends are fixedly connected with the fixing member.
In the aspect and any possible implementation manner described above, there is further provided an implementation manner, where the gas supply module is a variable frequency controllable compressor, and is connected to the gas receiving module by using a high-pressure gas pipe.
In the aspects and any possible implementation manner described above, there is further provided an implementation manner, the process monitoring module includes a computer, a strain sensor, an air pressure sensor, a camera and a data acquisition instrument, where a plurality of strain sensors are buried in a simulated surrounding rock stratum taking a central line of a tunnel as a reference, the air pressure sensor is connected with the high-pressure air pipe, the camera is aligned with a geological physical model module, one end of the data acquisition instrument is connected with the strain sensor and the air pressure sensor, and the other end of the data acquisition instrument is connected with the camera simultaneously.
In accordance with the aspects and any possible implementation manner described above, there is further provided an implementation manner, the constraint member includes a large flange and a small flange disposed in parallel, wherein a diameter of the small flange is smaller than a diameter of the tunnel, and a diameter of the large flange is larger than a diameter of the tunnel.
In aspects and any one of the possible implementations described above, there is further provided an implementation in which a plurality of mica sheets are disposed between the gas receiving module and the simulated surrounding rock.
The invention also provides a test method of the model test device for simulating deformation and damage of the compressed air energy storage gas storage surrounding rock, the test method is realized by adopting the model test device, and the method comprises the following steps:
s1, manufacturing a geological physical model module: according to different test requirements, manufacturing cuboids with different specifications and sizes, filling simulated surrounding rock stratum made according to physical parameters of actual stratum in the cuboids, and presetting tunnels in the surrounding rock stratum;
s2, installing a process monitoring module, arranging a plurality of strain sensors in a surrounding rock stratum along a plurality of different directions by taking the central line of a tunnel as a reference, wherein the air pressure sensors are connected with a high-pressure air pipe, and acquiring air pressure changes in real time when the process monitoring module is used; the high-definition camera is erected and connected with the computer just opposite to the geological physical model module; the strain sensors and the air pressure sensors are connected with a computer through a data acquisition instrument;
s3, installing a gas storage simulation module, namely placing the gas receiving module in the tunnel, enabling the connecting piece to penetrate through the hollow air bag, fixing the restraining piece at two ends of the connecting piece extending out of the tunnel, and fixing the end parts of the two ends by adopting fixing pieces;
s4, starting a gas supply module and a process monitoring module, wherein the gas supply module circularly charges or deflates the air bag of the gas receiving module, simulates the operation process of the compressed air energy storage power station, monitors strain and/or surface deformation damage phenomena caused by charging or deflating inside the surrounding rock of the geological physical model, monitors the air pressure change of the gas supply pipeline of the gas supply module, and collects, records and analyzes monitoring data obtained by the monitoring.
The beneficial effects of the invention are that
Compared with the prior art, the invention has the following beneficial effects:
the invention relates to a model test device for simulating deformation and damage of surrounding rock of a compressed air energy storage gas storage, which comprises the following components: the gas storage simulation system comprises a geological physical model module, a gas storage simulation module and a process monitoring module, wherein a gas receiving module in the gas storage simulation module is arranged inside the geological physical model module and used for simulating a high-pressure gas storage, and a gas supply module is arranged outside the geological physical model module and used for inflating or deflating the gas receiving module; the process monitoring module is used for monitoring the deformation process of surrounding rocks around the gas receiving module in the process of inflating and deflating the gas receiving module by the gas supply module. The device provided by the invention has the advantages of simple structure, moderate occupied space, easiness in operation and adjustment, visual and clear test phenomenon and result, high economy, and realization of simulating the influence of cyclic load on deformation damage action of surrounding rock of the gas storage in the process of charging and discharging the compressed air energy storage underground gas storage under indoor conditions and the damage failure rule of the surrounding rock of the gas storage under extreme conditions. The device can be widely applied to the research of the safety and stability problems of the underground gas storage structure under different geological conditions and working conditions by universities, scientific research institutions and new energy related enterprises.
Drawings
FIG. 1 is a schematic diagram showing the overall structure of a simulation test apparatus according to the present invention.
FIG. 2 is a schematic diagram of a gas storage simulation module in a simulation test apparatus according to the present invention.
Detailed Description
For a better understanding of the present invention, the present disclosure includes, but is not limited to, the following detailed description, and similar techniques and methods should be considered as falling within the scope of the present protection. In order to make the technical problems, technical solutions and advantages to be solved more apparent, the following detailed description will be given with reference to the accompanying drawings and specific embodiments.
It should be understood that the described embodiments of the invention are only some, but not all, embodiments of the invention. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
The terminology used in the embodiments of the invention is for the purpose of describing particular embodiments only and is not intended to be limiting of the invention. As used in this application and the appended claims, the singular forms "a," "an," and "the" are intended to include the plural forms as well, unless the context clearly indicates otherwise.
As shown in fig. 1, the model test device for simulating deformation and damage of surrounding rock of a compressed air energy storage gas storage warehouse comprises: a geological physical model module, a gas storage simulating module and a process monitoring module, wherein,
the geological physical model module is used for simulating surrounding rocks around the high-pressure gas reservoir;
the gas storage simulating module comprises a gas receiving module and a gas supply module, wherein the gas receiving module is arranged inside the geological physical model module and used for simulating a high-pressure gas storage, and the gas supply module is arranged outside the geological physical model module and used for inflating or deflating the gas receiving module;
the process monitoring module is connected with the geological physical model module and the gas storage simulating module and is used for monitoring the deformation process of surrounding rocks around the gas receiving module in the process of inflating and deflating the gas receiving module by the gas supply module.
Preferably, the geological physical model module is a cuboid with a certain size, and a simulated surrounding rock stratum manufactured according to physical and mechanical parameters of an actual stratum is accommodated in the cuboid.
Preferably, the certain dimensions are 1.5-2 m long, 0.4-0.6 m wide and 1.2-1.5 m high.
Preferably, the simulated surrounding rock formation is made of similar materials including sand, gypsum and fly ash.
Preferably, a tunnel is arranged in the simulated surrounding rock stratum, the gas receiving module is arranged in the tunnel and comprises an air bag with a hollow annular structure, a tension bearing member, a constraint member and a fixing member, wherein the tension bearing member penetrates through the hollow part of the air bag and stretches out of the tunnel, two ends of the tension bearing member exposed out of the tunnel are respectively constrained by the constraint member, and the end parts of the two ends are fixedly connected with the fixing member.
Preferably, the gas supply module is a variable-frequency controllable compressor and is connected with the gas receiving module by a high-pressure gas pipe.
Preferably, the process monitoring module comprises a computer, a strain sensor, an air pressure sensor, a camera and a data acquisition instrument, wherein a plurality of strain sensors are buried in a simulated surrounding rock stratum taking the central line of a tunnel as a reference, the air pressure sensor is connected with the high-pressure air pipe, the camera is aligned with the geological physical model module, one end of the data acquisition instrument is connected with the strain sensor and the air pressure sensor, and the other end of the data acquisition instrument is simultaneously connected with the camera.
Preferably, the constraint member comprises a large flange and a small flange which are arranged in parallel, wherein the diameter of the small flange is equal to the inner diameter of the tunnel, and the diameter of the large flange is larger than the inner diameter of the tunnel.
Preferably, a plurality of mica sheets are arranged between the gas receiving module and the simulated surrounding rock.
The indoor model test device comprises a geological physical model module, a gas storage simulating module and a process monitoring module. The test device is a simulation test device, a plane stress model is established based on a similarity theory, and the plane stress model is a model taking a transverse section with unchanged mechanical state along the length direction as a simulation object. The key point of the success or failure of the similarity simulation test is the satisfaction degree of the similarity conditions of the model and the prototype, and the similarity simulation test is to simulate the rock stratum by using materials with similar mechanical properties to the prototype according to a certain geometric proportion. In making the test model, the following similar conditions should be observed: geometric similarity, physical phenomenon similarity, initial similarity, boundary condition similarity, and dimensionless parameters of the same name are equal.
The geological physical model module is prepared based on a similar theory and comprises a model frame 1 and similar materials 2, surrounding rocks where actual underground gas reservoirs are located are simulated, the similar materials 2 are filled in the model frame 1, tunnels are arranged in the similar materials, and the tunnels are arranged at the middle lower part of a center line of the model. The model frame 1 is formed by welding angle steel and steel plates to form a cuboid with a certain size, the size of the model frame 1 is determined according to the burial depth and the similarity ratio of an actual engineering gas storage, the length is 1.5-2 m, the width is 0.4-0.6 m, and the height is 1.2-1.5 m. And manufacturing similar materials for simulating the surrounding rock stratum according to actual physical and mechanical parameters of the stratum, manufacturing according to a similar theory, adopting materials such as sand, gypsum, fly ash and the like to perform proportioning manufacturing, and arranging tunnels in the simulated surrounding rock stratum in the manufacturing process for placing the gas receiving module.
The gas storage simulating module is used for simulating the gas compression (inflation) and gas release circulation process of the operation of the gas storage of the compressed air energy storage power station, and comprises a gas receiving module and a gas supply module, wherein the gas receiving module is arranged in a tunnel in the similar material 2 of the geological physical model module and is used for simulating a high-pressure gas storage; the gas supply module is arranged outside the geological physical model module and is used for inflating or deflating the gas receiving module; the gas supply module is a variable-frequency controllable compressor 3 and is connected with the gas receiving module by a high-pressure gas pipe 4. The gas receiving module comprises an air bag with a hollow annular structure, a tension bearing part, a constraint part and a fixing part, wherein the tension bearing part penetrates through the hollow part of the air bag and stretches out of the tunnel, the tension bearing part is realized by adopting a metal connecting rod 10, the constraint part comprises two large flange plates 11 and small flange plates 12 which are arranged in parallel, after the metal connecting rod 10 stretches out of the tunnel, the two stretching ends respectively adopt the constraint part to carry out constraint, namely the small flange plates 12 are arranged in the hole of the tunnel, the hole of the tunnel is blocked, the large flange plates 11 are arranged on the outer side of the small flange plates 12 to be tightly pressed, nuts are adopted on the outer side of the large flange plates 11 to be screwed on the metal connecting rod 10, the end parts of the two ends of the metal connecting rod 10 are fixedly connected with the fixing part, and the fixing part is realized by adopting a bracket 15. The gas storage reservoir simulation module is used for simulating the gas compression and deflation circulation process of the operation of the gas storage reservoir of the compressed air energy storage power station, the gas bag 13 is used for simulating a gas storage reservoir sealing structure, the gas bag 13 is of a cylinder structure, the length of the gas bag is the same as that of a tunnel, the gas bag 13 is smaller than that of the tunnel, the outer surface of the gas bag 13 is tightly contacted with the inner wall of the tunnel after being pressurized, the diameter of the hollow part of the gas bag 13 is larger than that of the metal connecting rod 10, the metal connecting rod 10 is ensured to smoothly pass through the gas bag 13, an opening is arranged on the gas bag 13 and connected with the high-pressure gas pipe 4, the gas from the variable-frequency air compressor 3 is received through the high-pressure gas pipe 4, radial pressure acts on surrounding rocks around the tunnel after being inflated, and axial pressure acts on small flange plates 12 at two ends. The mica sheets are smeared on the outer surface of the air bag 13, namely, a plurality of mica sheets are arranged between the gas receiving module and the simulated surrounding rock and used for eliminating the horizontal shearing action of the air bag 13 and the surrounding rock in the process of inflating and deflating, and the diameter of the large flange 11 is 6-10 cm larger than the hole diameter of the tunnel and used for restraining the lateral empty face of the simulated surrounding rock stratum so as to avoid the damage to the side boundary empty position of the simulated surrounding rock stratum due to the boundary effect when the air bag 13 is pressurized; the size of the flange plates is connected through the metal connecting rod 10 and is fixed by the nuts 16, the size of the flange plates and the length of the metal connecting rod 10 can be flexibly changed according to test requirements, and the metal connecting rod 10 can be a copper pipe, so that simulation of gas reservoirs with different sizes is realized; the brackets 15 at the two ends are used for fixing the flange plate, the metal connecting rod 10, the air bag 13 and the like, so that local damage to the outer side edge of the surrounding rock in the geological physical model caused by dead weight is eliminated; the variable-frequency controllable compressor 3 is an air pressure supply source, and is used for inflating or deflating the air bag 13 through the high-pressure air pipe 4, so that continuous circulation change of air pressure output is realized.
The process monitoring module comprises a plurality of strain sensors 6, a high-definition camera 8, an air pressure sensor 7, a data acquisition instrument 9 and a computer 5, and is used for realizing the internal deformation monitoring of the simulated surrounding rock in the test process, the front side deformation damage monitoring of the geological physical model, the synchronous monitoring of air pressure change, and the acquisition, recording and data analysis processing of the data monitored in real time.
The strain sensors 6 are embedded, and are embedded in the similar material 2 when the geological physical model module is manufactured, for example, the strain sensors 6 are arranged in different directions such as horizontal, vertical, 45-degree inclination and the like by taking the central line of a tunnel as a reference, and a plurality of strain sensors 6 are used for monitoring the internal deformation of surrounding rocks at the positions where the strain sensors are positioned in the test process; the air pressure sensor 7 is connected with the high-pressure air delivery pipe 4 through a three-way joint, and the air pressure change is collected in real time when the air pressure sensor is used; the high-definition camera 8 is erected over against the geological physical model module along the axial direction of the tunnel and is used for monitoring and recording and simulating the deformation, damage and development phenomena of surrounding rocks in real time. All the strain sensors 6 and the air pressure sensors 7 collect data through a data acquisition instrument 9, and the computer 5 is connected with video data of the high-definition camera 8 to perform real-time synchronous processing analysis.
The invention also provides a test method of the model test device for simulating deformation and damage of the compressed air energy storage gas storage surrounding rock, the method is realized by adopting the simulation test device, and the method comprises the following steps:
s1, manufacturing a geological physical model module: according to different test requirements, manufacturing cuboids with different specifications and sizes, filling simulated surrounding rock stratum made according to physical and mechanical parameters of actual stratum in the cuboids, and presetting tunnels in the surrounding rock stratum;
s2, installing a process monitoring module, arranging a plurality of strain sensors in a surrounding rock stratum along a plurality of different directions by taking the central line of a tunnel as a reference, wherein the air pressure sensors are connected with a high-pressure air pipe, and acquiring air pressure changes in real time when the process monitoring module is used; the high-definition camera is erected and connected with the computer just opposite to the geological physical model module; the strain sensors and the air pressure sensors are connected with a computer through a data acquisition instrument;
s3, installing a gas storage simulation module, namely placing the gas receiving module in the tunnel, enabling the connecting piece to penetrate through the hollow air bag, fixing the restraining piece at two ends of the connecting piece extending out of the tunnel, and fixing the end parts of the two ends by adopting fixing pieces;
s4, starting a gas supply module and a process monitoring module, wherein the gas supply module circularly charges or deflates the air bag of the gas receiving module, simulates the operation process of the compressed air energy storage power station, monitors strain and/or surface deformation damage phenomena caused by charging or deflating inside the surrounding rock of the geological physical model, monitors the air pressure change of the gas supply pipeline of the gas supply module, and collects, records and analyzes monitoring data obtained by the monitoring.
Specifically, the test device comprises a geological physical model module, a gas storage simulating module and a process monitoring module. The test method and implementation steps of the model test device are as follows:
(1) And (3) manufacturing a geological physical model module: the model frame 1 is formed by welding angle steel and steel plates, the size of the model frame is determined according to the burial depth and the similarity ratio of an actual engineering gas storage, and in order to facilitate indoor manufacturing and test operation, the proper similarity ratio and the proper size are selected, and the model frame is generally 1.5-2 m long, 0.4-0.6 m wide and 1.2-1.5 m high; the similar material 2 for manufacturing the simulated surrounding rock stratum is calculated according to the actual physical and mechanical parameters of the stratum and the similar theory, and is manufactured by adopting the material proportions of sand, gypsum, fly ash and the like; while laying the similar material 2, several strain sensors 6 are buried at the same time.
(2) And (3) an installation process monitoring module: when the geological physical model module is manufactured, the embedded strain sensor 6 is embedded in the similar material 2, and is particularly arranged along a plurality of different directions such as horizontal, vertical, 45-degree inclination and the like by taking the central line of the tunnel as a reference, and the strain sensor 6 is used for monitoring the internal deformation of surrounding rock in the test process; the air pressure sensor 7 is connected with the high-pressure air delivery pipe 4 through a three-way joint, and the air pressure change is collected in real time when the air pressure sensor is used; the high-definition camera 8 is erected over against the geological physical model module along the axial direction of the tunnel and is used for monitoring and recording the deformation, damage and development phenomena of surrounding rocks on the surface of the model in real time. The strain sensor 6 and the air pressure sensor 7 collect data through the data acquisition instrument 9, and the computer 5 is connected with the video data of the high-definition camera 8 to carry out real-time synchronous processing analysis.
(3) Simulating the excavation of a grotto and installing a gas storage simulation module: the gas receiving module is placed in the tunnel, the connecting piece penetrates through the hollow air bag, the restraining piece is fixed at two ends of the connecting piece extending out of the tunnel, and the end portions of the two ends are fixed by the fixing piece.
The air bag 13 is used for simulating a sealing structure of the air storage, the air bag 13 adopts a hollow annular structure, the round metal connecting rod 10 penetrates through the hollow part of the air bag 13, and the two ends of the round metal connecting rod are respectively fixed with the large flange 11 and the small flange 12 through nuts 16. Radial pressure acts on surrounding rock after the air bag 13 is inflated, axial pressure acts on small flange plates 12 at two ends, mica 14 is smeared on the outer surface of the air bag 13, and the horizontal shearing action of the air bag and the surrounding rock in the inflation and deflation process is eliminated; the diameter of the large flange plate 11 is 6-10 cm larger than the hole diameter of the simulated gas storage, and the large flange plate is used for locally restraining the lateral temporary face of the surrounding rock made of similar materials, so that the damage to the temporary position of the surrounding rock lateral boundary caused by the boundary effect due to the pressurization of the air bag is avoided; the bracket 15 below is used for fixing the large flange plate 11, the small flange plate 12, the metal connecting rod 10 and the air bag 13 to be at a stable height, so that local damage to the outer side edge of the geological physical model hole caused by the dead weight of the flange plate in the test process is eliminated; the variable-frequency controllable compressor 3 is an air pressure supply source, and is used for inflating and deflating the air bag 13 through the high-pressure air pipe 4, so that continuous cyclic change of air pressure output is realized, and the maximum inflation pressure is determined according to a similar theory through an engineering example, and is not more than 1.5MPa at maximum. The gas storage simulating module is characterized in that the size of the flange plate and the length of the metal connecting rod can be flexibly changed according to test requirements, so that the simulation of gas storage with different sizes is realized.
(4) After the installation of the gas storage simulation module is completed, the variable frequency compressor 3 is started to circularly inflate and deflate the air bag 13, the operation process of the compressed air energy storage power station is simulated, the test air pressure is determined according to the actual operation pressure and the similarity ratio, or is determined according to the test requirement, and the test air pressure is generally not more than 0.6MPa. The variable frequency compressor 3 is started, and simultaneously, the process monitoring module is synchronously started, internal strain of surrounding rock of the geological physical model is monitored through the strain sensor 6, the deformation and damage phenomenon of the surface layer of the geological physical model is monitored and recorded through the high-definition camera 8, the air pressure change is monitored through the air pressure sensor 7, and monitoring data are collected, recorded and analyzed through the data collector 9 and the computer 5.
According to the invention, the simulation of the underground gas storage of the compressed air energy storage power station is realized in an indoor environment, the gas charging and discharging processes of the gas storage under different sizes can be simulated, the simulation of the deformation and damage phenomena of surrounding rock under the effect of cyclic charge and discharge load is realized, and the safety and stability problems of the surrounding rock structure of the underground gas storage are conveniently developed by universities, scientific research institutions and related enterprises.
While the foregoing description illustrates and describes the preferred embodiments of the present invention, it is to be understood that the invention is not limited to the forms disclosed herein, but is not to be construed as limited to other embodiments, and is capable of numerous other combinations, modifications and environments and is capable of changes or modifications within the scope of the inventive concept as expressed herein, either as a result of the foregoing teachings or as a result of the knowledge or technology of the relevant art. And that modifications and variations which do not depart from the spirit and scope of the invention are intended to be within the scope of the appended claims.

Claims (10)

1. The utility model provides a model test device that simulation compressed air energy storage gas storage storehouse country rock warp destroys which characterized in that, the device includes: a geological physical model module, a gas storage simulating module and a process monitoring module, wherein,
the geological physical model module is used for simulating surrounding rocks around the high-pressure gas reservoir;
the gas storage simulating module comprises a gas receiving module and a gas supply module, and the gas receiving module is arranged in the geological physical model module and is used for simulating a high-pressure gas storage;
the gas supply module is arranged outside the geological physical model module and is used for inflating or deflating the gas receiving module;
the process monitoring module is respectively connected with the geological physical model module and the gas storage simulating module and is used for monitoring the deformation process of surrounding rocks around the gas receiving module in the process of inflating and deflating the gas receiving module by the gas supply module.
2. The model test device for simulating deformation and destruction of surrounding rock of compressed air energy storage and gas storage warehouse as claimed in claim 1, wherein the geological physical model module is a cuboid with a certain size, and a surrounding rock stratum manufactured according to physical parameters of an actual stratum and a certain similarity ratio is accommodated in the cuboid.
3. The model test device for simulating deformation and destruction of surrounding rock of compressed air energy storage and gas storage according to claim 2, wherein the certain size is 1.5-2 m long, 0.4-0.6 m wide and 1.2-1.5 m high.
4. A model test device for simulating deformation damage of a compressed air energy storage gas storage reservoir surrounding rock according to claim 2 or 3, wherein the simulated surrounding rock formation is made of similar materials including sand, gypsum and fly ash.
5. The model test device for simulating deformation and damage of surrounding rock of compressed air energy storage and gas storage warehouse according to claim 2, wherein a tunnel is arranged in the simulated surrounding rock stratum, the gas receiving module is arranged in the tunnel and comprises an air bag with a hollow annular structure, a tension bearing piece, a constraint piece and a fixing piece, the tension bearing piece penetrates through the hollow part of the air bag and extends out of the tunnel, the two extending ends are respectively constrained by the constraint piece, and the end parts of the two extending ends are fixedly connected with the fixing piece.
6. The model test device for simulating deformation and damage of surrounding rock of compressed air energy storage gas storage warehouse as recited in claim 5, wherein the gas supply module is a variable-frequency controllable compressor and is connected with the gas receiving module by a high-pressure gas pipe.
7. The model test device for simulating deformation and damage of surrounding rock of compressed air energy storage and gas storage according to claim 6, wherein the process monitoring module comprises a computer, a strain sensor, an air pressure sensor, a camera and a data acquisition instrument, wherein a plurality of strain sensors are buried in a simulated surrounding rock stratum taking the central line of a tunnel as a reference, the air pressure sensor is connected with the high-pressure air pipe, the camera is aligned with a geological physical model module, one end of the data acquisition instrument is connected with the strain sensor and the air pressure sensor, and the other end of the data acquisition instrument and the camera are simultaneously connected with the computer.
8. The model test device for simulating deformation and destruction of surrounding rock of compressed air energy storage and gas storage warehouse as claimed in claim 5, wherein the constraint element comprises a large flange and a small flange which are arranged in parallel, wherein the diameter of the small flange is equal to the inner diameter of the tunnel, and the diameter of the large flange is larger than the inner diameter of the tunnel.
9. The model test device for simulating deformation and damage of surrounding rock of compressed air energy storage and gas storage warehouse as recited in claim 1, wherein a plurality of mica sheets are arranged between the gas receiving module and the simulated surrounding rock.
10. A test method of a model test device for simulating deformation and damage of surrounding rock of a compressed air energy storage and gas storage warehouse, which is characterized in that the test method is realized by adopting the model test device as set forth in any one of claims 1-9, and comprises the following steps:
s1, manufacturing a geological physical model module: according to different test requirements, manufacturing cuboids with different specifications and sizes, filling simulated surrounding rock stratum made according to physical parameters of actual stratum in the cuboids, and presetting tunnels in the surrounding rock stratum;
s2, installing a process monitoring module, arranging a plurality of strain sensors in a surrounding rock stratum along a plurality of different directions by taking the central line of a tunnel as a reference, wherein the air pressure sensors are connected with a high-pressure air pipe, and acquiring air pressure changes in real time when the process monitoring module is used; the high-definition camera is erected and connected with the computer just opposite to the geological physical model module; the strain sensors and the air pressure sensors are connected with a computer through a data acquisition instrument;
s3, installing a gas storage simulating module: the gas receiving module is placed in the tunnel, the connecting piece penetrates through the hollow air bag, the restraining piece is fixed at two ends of the connecting piece, which extend out of the tunnel, and the end parts of the two ends are fixed by adopting fixing pieces;
s4, starting a gas supply module and a process monitoring module, wherein the gas supply module circularly charges or deflates the air bag of the gas receiving module, simulates the operation process of the compressed air energy storage power station, monitors strain and/or surface deformation damage phenomena caused by charging or deflating inside the surrounding rock of the geological physical model, monitors the air pressure change of the gas supply pipeline of the gas supply module, and collects, records and analyzes monitoring data obtained by the monitoring.
CN202310798726.3A 2023-07-03 2023-07-03 Model test device and method for simulating deformation and damage of surrounding rock of compressed air energy storage gas storage warehouse Active CN116519489B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202310798726.3A CN116519489B (en) 2023-07-03 2023-07-03 Model test device and method for simulating deformation and damage of surrounding rock of compressed air energy storage gas storage warehouse

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202310798726.3A CN116519489B (en) 2023-07-03 2023-07-03 Model test device and method for simulating deformation and damage of surrounding rock of compressed air energy storage gas storage warehouse

Publications (2)

Publication Number Publication Date
CN116519489A true CN116519489A (en) 2023-08-01
CN116519489B CN116519489B (en) 2023-11-14

Family

ID=87394401

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202310798726.3A Active CN116519489B (en) 2023-07-03 2023-07-03 Model test device and method for simulating deformation and damage of surrounding rock of compressed air energy storage gas storage warehouse

Country Status (1)

Country Link
CN (1) CN116519489B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117705603A (en) * 2024-01-08 2024-03-15 山东科技大学 Device and method for simulating surrounding rock degradation of compressed air energy storage warehouse through grouting reconstruction of abandoned roadway

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20080034756A1 (en) * 2004-05-08 2008-02-14 Egils Spalte Air Compression Heat Accumulating Power Plant With An Underground Heat Accumulator Formed In The Aquifer (Gaes)
CN102660966A (en) * 2012-04-06 2012-09-12 河海大学 Chamber excavation device with geomechanical model
CN102691519A (en) * 2012-05-11 2012-09-26 中国石油天然气股份有限公司勘探开发研究院廊坊分院 Visual physical simulation and shape control test device for cavity modeling of multi-interlayer salt rock
CN104713987A (en) * 2015-01-25 2015-06-17 北京工业大学 Model test apparatus for stimulating tunnel excavation process
CN105938056A (en) * 2016-05-30 2016-09-14 上海电力设计院有限公司 Test apparatus for simulating operation of gas storage chamber of energy storage power station
CN108195689A (en) * 2018-04-04 2018-06-22 山西潞安环保能源开发股份有限公司常村煤矿 A kind of thick cyclinder roadway surrounding rock destroys and supporting analogue experiment method and device
CN110347191A (en) * 2019-08-14 2019-10-18 福建工程学院 Intellectual monitoring formula high-pressure gas library reinforces simulation test device and its application method
CN111122337A (en) * 2020-01-07 2020-05-08 河海大学 Segment soil pressure model test device and method considering shield tail wall post-grouting influence
CN116025417A (en) * 2022-12-08 2023-04-28 山东大学 Coal roadway compressed air reservoir test method

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20080034756A1 (en) * 2004-05-08 2008-02-14 Egils Spalte Air Compression Heat Accumulating Power Plant With An Underground Heat Accumulator Formed In The Aquifer (Gaes)
CN102660966A (en) * 2012-04-06 2012-09-12 河海大学 Chamber excavation device with geomechanical model
CN102691519A (en) * 2012-05-11 2012-09-26 中国石油天然气股份有限公司勘探开发研究院廊坊分院 Visual physical simulation and shape control test device for cavity modeling of multi-interlayer salt rock
CN104713987A (en) * 2015-01-25 2015-06-17 北京工业大学 Model test apparatus for stimulating tunnel excavation process
CN105938056A (en) * 2016-05-30 2016-09-14 上海电力设计院有限公司 Test apparatus for simulating operation of gas storage chamber of energy storage power station
CN108195689A (en) * 2018-04-04 2018-06-22 山西潞安环保能源开发股份有限公司常村煤矿 A kind of thick cyclinder roadway surrounding rock destroys and supporting analogue experiment method and device
CN110347191A (en) * 2019-08-14 2019-10-18 福建工程学院 Intellectual monitoring formula high-pressure gas library reinforces simulation test device and its application method
CN111122337A (en) * 2020-01-07 2020-05-08 河海大学 Segment soil pressure model test device and method considering shield tail wall post-grouting influence
CN116025417A (en) * 2022-12-08 2023-04-28 山东大学 Coal roadway compressed air reservoir test method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117705603A (en) * 2024-01-08 2024-03-15 山东科技大学 Device and method for simulating surrounding rock degradation of compressed air energy storage warehouse through grouting reconstruction of abandoned roadway

Also Published As

Publication number Publication date
CN116519489B (en) 2023-11-14

Similar Documents

Publication Publication Date Title
CN116519489B (en) Model test device and method for simulating deformation and damage of surrounding rock of compressed air energy storage gas storage warehouse
CN108362864B (en) Multifunctional combined tunnel excavation similar model test device
CN103995097B (en) A kind of test method and device of simulating jacking construction initiation stratum deformation
CN103344496B (en) A kind of rock triaxial compression-water (gas) coupling device and test method
CN103398902B (en) Test apparatus for flexible loading and instantaneously unloading of high geostress, and test method
CN205280715U (en) Model of simulation excavation ground body
CN105651589A (en) Simulation testing method for testing stress state and response of deep rock mass
CN203443860U (en) Analog loading device and testing device for deep rock mass high ground stress
CN104833775B (en) The threedimensional model experimental rig of the prominent mud geological disaster of simulation gushing water
CN105510120A (en) Loading device for simulating stress state of deep rock mass
CN207717497U (en) Consider experimental rig of the deep-sea underground pipe under by axial force and pipeclay coupling
CN104865176A (en) Seepage experiment system and method for gas-containing coal under action of impact load
CN105547842A (en) Test system and method for three-dimensional simulation of roadway surrounding rock rupture
CN104792562A (en) Excavation transient unloading loose simulation experiment system for underground cavern structural plane
CN105445095A (en) Bearing frame for simulating stress state of deep rock mass
CN104697868A (en) Static-dynamic combined loading device used for rockburst simulation experiment
CN108252341A (en) A kind of bag pressure formula enlarging anchor rod model test apparatus and method
CN115452256A (en) Device and method for testing performance of airtight wall for space compressed air energy storage utilization of abandoned roadway
CN105277379A (en) Excavation transient unloading dynam-relaxing simulation system of jointed rock under different confining pressure
CN107728492B (en) Deformable karst cave filling automatic simulation system
CN210066843U (en) Rectangular laminated shear deformation model box for vibration table test
CN205317570U (en) Loading device of simulation deep rock mass stress
CN112326476A (en) Testing method and device for rock multi-field coupling rheological test under action of dynamic load
CN208476925U (en) Tunnel-side slope system experimental rig under simulated rainfall geological process
CN203465149U (en) Novel limit external pressure testing device for concrete semispherical shell

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant